SW3190301_SSW-SWU-101 Application Page 3_20190513

IV. PROJECT INFORMATION
1. In the space provided below, bhefly summarize how the stormwater runoff will be treated.
Since this project is proposed with under 24% built upon area, run-off will be routed via sheet flow to the
extent possible or to grassed swales that are routed to a storm drain system to safely discharge the run-off
to a proposed sand filter to treat the area draining to the storm drain system.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Yadkin Pee -Dee River basin.
4. Total Property Area: 30.32 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:30.32 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHVO line, and coastal wetlands landward from the NHW (or MTIM line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHV0 line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =14.02
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Camp Branch
Camp Branch
Stream Class *
C
C
Stream Index Number *
13-17-36-6-2
13-17-36-6-2
Total Drainage Area (sf)
1,148,198
172,497
On -site Drainage Area (sf)
1,148,198
172,497
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (so
90,885
94,245
Impervious Area** (total)
7.9%
54.6%
Impervious- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
32,513
0
On -site Streets (sf)
0
0
On -site Parking (sf)
23,332
71,654
On -site Sidewalks (sf)
1,842
3,517
Other on -site (sf)
0
0
Future (sf)
33,198
19,074
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
1 90,885
1 94,245
* Stream Class and Index Number can be determined at: http.aortal.ncdenr.or web/wg&s/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6